|
FOR UNDERLAYMENT
<br />2x #2 SPF STUDS
<br />@16" O.C. W/ (2)
<br />16d TOENAILS T & B
<br />V
<br />2x BLOCKING HORIZONTALLY@
<br />INTERVALS NOT EXCEEDING
<br />10'-0" (R302.11)
<br />REQUIREMENTS SEE R905.1.1
<br />1/2" GYP. WB (MIN.) @ GARAGE SIDE IF z
<br />PRE ENGINEERED WOOD
<br />APPLICABLE. d
<br />TRUSS @ 24" O.C. U.N.O.
<br />2x P.T. PLATE
<br />1/4" DIA. X 31/4" TAPCONS @ 24" O/C &
<br />ROOF FLASHING AND ROOF FLASHING
<br />HURRICANE ANCHOR @ EACH
<br />@ 6" MAX FROM END OF 2 x PLATE
<br />COMPONENTS TO BE IN ACCORDANCE
<br />TRUSS (SEE UPLIFT SCHED.) W/
<br />(2) #5 CONT. ON 3"
<br />r
<br />w/ R903.2, FLORIDA BUILDING CODE
<br />METAL PL. UNDER EA. TRUSS
<br />CHAIRS (TYP.)
<br />WWF R FIBERMESH
<br />7TH EDITION (2020) RESIDENTIAL
<br />MOISTURE BARRIER
<br />> D 0
<br />SHINGLE ROOF, SHINGLES TO
<br />BE IN ACCORDANCE w/ ASTM
<br />a °
<br />=�=�=1 11=) m D —I 11=I (1=1 1= 4
<br />I
<br />11I1D3161-CLASS
<br />D7158-CLASS G or H, or ASTM
<br />i LI=11 I I
<br />/r-
<br />F, IN
<br />—
<br />12
<br />ACCORDANCE w/ TABLE
<br />(TYP,)
<br />VARIES
<br />R905.2.6.1, FLORIDA BUILDING
<br />CODE 7TH EDITION
<br />' -I ��—� ICI IIlill
<br />tr7
<br />(2020)
<br />8
<br />RESIDENTIAL
<br />INSULATION LE
<br />ROOF SHEATHING - SEE
<br />SCHEDULE- [RSH] - ON
<br />TYPICAL INTERIOR BEARING
<br />FRAMING SHEET FOR
<br />5/8" OR 1/2" HIGHS
<br />STRENGTH CEILING
<br />BOARD PER CODE (OR 5/8"
<br />GYP. TYPE "X" @ GARAGE
<br />W/A HABITABLE ROOM
<br />ABOVE) W/DRYWALL
<br />SCREWS @ 7" O.C.
<br />CEILING & 8" O.C. WALLS
<br />INSULATION PER
<br />CHART ON FLOOR
<br />PLAN
<br />lx2 P.T. HORIZONTAL
<br />NAILER
<br />STD. 90'HOOK (SEE DETAIL
<br />SHEATHING AND FASTENERS WALL w/ OUT UPLIFT rG G
<br />ELEV. VARIES SEE TYP. WALL SECTION SCALE: 3/4"=V-0" S3
<br />-ALUMINUM DRIP
<br />EDGE
<br />-ALUMINUM FASCIA
<br />-2x SUB FASCIA
<br />-SEE STRUCTURAL
<br />SOFFIT SHEET SS
<br />8"x8"X16" KNOCK -OUT
<br />BLOCK W/ 1#5 CONT.
<br />FILLED SOLID W/GROUT
<br />-8" C.M.U. TYPICAL
<br />TYPE "S" MORTAR
<br />-ARCHITECTURAL
<br />FINISH
<br />1x2 PT WD FURRING @ 24" O,C.—/
<br />1/2" GYPSUM WALLBOARD
<br />U.N.O.
<br />(1) #5 VERT. IN FILL
<br />CELLS (SEE
<br />FOUNDATION PLAN
<br />FOR LOCATIONS)
<br />1x4 P.T. BASE NAILER
<br />4"x4"INSPECTION
<br />3 1/4" BASEBOARD
<br />PORT AT EACH
<br />FILLED CELL TYPICAL
<br />MIN. 2500 PSI CONC, SLAB
<br />M
<br />AT GARAGE CONTRACTOR
<br />MIN PSI MAY VARY PER
<br />TO CUT BLOCK OR POUR
<br />MUNICIPALITY.
<br />CURB DUE TO SLOPE
<br />CONCRETE SLAB W/ 6X6
<br />a
<br />NOTE:EXTEND
<br />W1.4XW1.4 WWF OR
<br />-
<br />DECO FINISH 4" to 6"
<br />"FIBERMESH„
<br />BELOW GRADE
<br />E
<br />�
<br />—I I —I � 1=1 .
<br />I � ° � D
<br />I
<br />� � �
<br />M
<br />•
<br />6 MIL VAPOR
<br />Z
<br />BARRIER
<br />4
<br />COMP. SOIL.
<br />T
<br />°
<br />(COMPACTED TO 95%
<br />MODIFIED PROCTOR
<br />I I
<br />TTT=TIC=
<br />I
<br />I I I
<br />ASTM D1557)
<br />3" MIN.
<br />CLR.
<br />(2) #5 REBAR CONT.
<br />ON 3"CHAIRS TYP,
<br />'1 STORY)STD.
<br />90 HOOK SEE
<br />4"
<br />Ill'-8" (2 STORY)
<br />DETAIL)
<br />)
<br />TYPICAL WALL SECTION
<br />A
<br />SCALE: 3/4" = 1'-0"
<br />S3
<br />OPT: DEPRESS SLAB 5%"
<br />DEEP AND 6" BEYOND -
<br />DOOR TO RECEIVE
<br />PAVERS / DRIVEWAY
<br />CONCRETE SLAB
<br />PAVE RS--t
<br />5/8"OR 1/2" HIGH STRENGTH
<br />(U.N.O.) (OR %" GYP. TYPE "X" @
<br />GARAGE W/A HABITABLE ROOM
<br />ABOVE) -
<br />S.P.F. DOUBLE
<br />8"x8"x16" NOMINAL BLOCK WITH TOP PLATE
<br />3/8" MORTAR BETWEEN COURSES SIMPSON SP2 w/
<br />(12)10d NAILS
<br />1/2" CDX PLYWOOD OR 7/16" O.S.B.
<br />SHEATHING REQ'D. FOR ALL -
<br />EXTERIOR OR SHEAR WALLS AS
<br />INDICATED ON THE PLAN. ATTACH
<br />SHEATHING W/ 8d COMMON NAILS @
<br />3/8" MORTAR BETWEEN 4" O.C. @ BOUNDARIES, 6" O.C. @
<br />SLAB &BLOCK EDGES, AND @ 12" O.C. @ FIELD
<br />5/8"° x 10' "J" BOLT @ 24" O.C. W/
<br />—X
<br />r 2"°x3/16" PLATE WASHER (TYP.)
<br />ELEV. V-0" (ALT: 1/2"xl2" TITEN HD @ 2OIL
<br />4"
<br />A.F.F. O.C. OR 5/8"x10' WEDGE ANCHOR
<br />@ 24" O.C.) 2
<br />V ELEV. 4-3 1/2"
<br />Z �31/2" MIN.
<br />2x4 CONT. A.F.F. o
<br />71/r
<br />TRUSS BOTTOM CHORD OR 2x4 #2 SPF
<br />5/8"OR 1/2" HIGH STRENGTH
<br />TRUSS BOTTOM CHORD OR 2x4 #2 SPF
<br />BLOCKING @ 12" O.C. w/ (2)12d TOE NAILS
<br />(U.N.O.) (OR /$ GYP, TYPE X @
<br />BLOCKING @ 12" O.C. w/ (2)12d TOE NAILS
<br />EACH END (WHEN PARALLEL)
<br />GARAGE W/A HABITABLE ROOM
<br />EACH END (WHEN PARALLEL)
<br />-SEE UPLIFT SCHEDULE FOR UPLIFT
<br />ABOVE)
<br />SEE UPLIFT SCHEDULE FOR UPLIFT
<br />CONNECTIONS.
<br />CONNECTIONS.
<br />S.P,F. DOUBLE
<br />TOP PLATE
<br />2"x S.P.F. (OR EQUAL) STUDS @ 16" O.C. U.N.O.
<br />SIMPSON SP2 w/
<br />2"x S.P.F. (OR EQUAL) STUDS @ 16" O.C.
<br />(12)10d NAILS
<br />U.N.O.
<br />2x BLOCKING HORIZONTALLY@ INTERVALS
<br />5/8"° x 10" "J" BOLT @ 24" O.C. w/
<br />2x BLOCKING HORIZONTALLY@ INTERVALS
<br />NOT EXCEEDING 10*4' (R302.11)
<br />2"°x3/16" PLATE WASHER (TYP.)
<br />NOT EXCEEDING 10'-0" (R302.11)
<br />(ALT: 1/2"x12" TITEN HD @ 24"
<br />-INSULATION PER CHART ON FLOOR PLAN
<br />O.C. OR 5/8"x10' WEDGE ANCHOR
<br />INSULATION PER CHART ON FLOOR PLAN
<br />@ 24" O.C.)
<br />"SIMILAR AT FOUNDATION ONLY"
<br />SIMPSON SP1 w/ (10)10d NAILS
<br />IF NOTED, THIS REFERS TO THE
<br />SIMPSON SP1 w/ (10) 10d NAILS
<br />STEP, SIZE OF FOUNDATION AND
<br />2x P.T. BOTTOM PLATE
<br />REINFORCEMENT AND WILL NOT
<br />2x P.T. BOTTOM PLATE
<br />6x6W1.4xW1.4
<br />WWF OR FIBERMESH
<br />INCLUDE THE WALL
<br />ATTACHMENTS — 2"
<br />6x6W1.4xW1.4
<br />WWF OR FIBERMESH
<br />3 1/2"MIN.
<br />° t7,Tl I—�-151/2"(mina 4" b 9
<br />_C14- _
<br />GARAGE DEPTH VARIES 31/2"(min. - 4" _ ° — 11 I I 31/2"(m n) -
<br />_I I DTI --TfT�11
<br />TTI I =1= 1T =
<br />GARAGE SLAB AT STEP
<br />SCALE: 3/4"=1'-0"
<br />1/2" OR 7/16" OSB MIN. PLYWOOD SHEATHING
<br />NAILED W/ 8d COMMON NAILS @ 4" O/C
<br />2x S.P.F. STUDS @ 16" O.C. BOUNDARIES, 6" O/C EDGES, AND 12" O/C FIELD.
<br />(2) #5 CONT. 4" 1'-4" 8" (2) #5 CONT. 51 4' 1, 41 g
<br />U.N.O. MIN. U.N.O. MIN.
<br />TYPICAL BEARING WALL @ STEP 0 SHEARWALL rc TYPICAL BEARING WALL aC� STEP CC
<br />"SHEAR WALL"
<br />SCALE: 3/4"=1'-0"
<br />�_Vcs.
<br />2x STUD SHEAR WALL REQUIRES 2x BLOCKING @ SEAMS. 2x STUDS
<br />LOAD BEARING OR INSULATION PER FBC AND ENERGY coN��N
<br />EXTERIOR WALL 11 8" C.M.U. FORM SUBMITTED WITH PERMIT
<br />1"x P.T. STUD 2x BLOCKING HORIZONTALLY@ APPLICATION
<br />INTERVALS NOT EXCEEDING 7/8" STUCCO FINISH PER ASTM C. 926 APPLY 3
<br />SEE CC/S3 OR v #5 VERT. IN FILLED CELL 10'-0" (R302.11) LAYERS W/ TOTAL THICKNESS 7/8" OVER
<br />G/S3 FOR ANCHOR 5/8"° x 10" "J" BOLT @ 24" 0/C W/ 2"°X 3/16" METAL LATH. FIRST 2 LAYERS 3/8"THICK EACH. CONTINUOUS TO FOOTER BELOW 90 FIOOK DETAIL
<br />BOLT INFO. 5/8"x6" "J" BOLTS BOLT 3RD LAYER 1/8" THICK. @ K.O. BLOCK
<br />(IF NO UP LIFT ON @ 24" O.C. VERT. OR PLATE WASHER TYPICAL
<br />WALL SEE GG/S3) 5/8" x 6" EPDXY BOLT OR MIN. 2500 PSI CONCRETE SLAB W/ SIMPSON SP1 w/ (10) 10d NAILS @ EA. STUD
<br />*SIMPSON SP1
<br />(6)1/4 x31/4 TAPCONS
<br />SPACED EVENLY
<br />6 x 6 W1.4 x W1.4 WWF OR
<br />2X PT PLATE
<br />20" MIN. LAP [24" MIN. LAP]
<br />#5 REINFORCING
<br />W/ (10) 10d NAILS
<br />-
<br />C14WE
<br />FIBERMESH
<br />SCREED INSTALLED
<br />BAR
<br />TYP.
<br />2x P.T. PLATE
<br />ASSUMED FINISHED
<br />:,
<br />c
<br />PER MFR INSTRUCTIONS
<br />#3 OR #4 REINFORCING BAR
<br />GRADE
<br />N
<br />D D '
<br />Z_
<br />#3 & #4 LAP SPLICE
<br />GRADE 40 MIN. Fy= 40ksi
<br />MONO OR STEMWALL
<br />a b
<br />➢
<br />FINISH GRADE w
<br />:F
<br />25" MIN. LAP 30" MIN. LAP]
<br />[
<br />[GRADE 60 MIN. Fy= 60ksi]
<br />FOOTING MONO SHOWN
<br />FOR CLARITY
<br />°°
<br />_
<br />6 MIL VAPOR BARRIER
<br />—T
<br />'�=I
<br />D °
<br />I I I M
<br />0°
<br />R 1 7/8
<br />_
<br />#5 REINFORCING BAR
<br />- z
<br />III
<br />D.
<br />I I —I 11=1 ITI F T
<br />Z
<br />tS I AP SPI IrF
<br />NOTE: III T—�I_I I r
<br />*FOR BEARING WALL r COMP. SOIL. (COMPACTED TO
<br />W/ UPLIFT ONLY 95% MODIFIED PROCTOR ASTM '1� I I�LITIT_I=Tf1� I I TIC I_I
<br />-- - — D1557)
<br />4' 1 4
<br />FRAME WALL TO C.M.U. WALL CONNECTION rD TYPICAL EXTERIOR FRAME WALL FOOTING
<br />SEE TYP. WALL SECTION FOR ADDITIONAL SCALE: 3/4"=1'-0" S3 SEE TYP. WALL SECTION FOR ADDITIONAL SCALE: 3/4"=1'-0"
<br />SLAB INFORMATION, SLAB INFORMATION.
<br />6x6W1.4xW1.4
<br />3 1/2" WWF OR FIBERMESH
<br />min.) 4
<br />GRADE
<br />00 _I_-- _--_ • ----�
<br />REBAR w/ OPT.
<br />=1 I,;E
<br />III=PC,
<br />II=SCFEEN EITT
<br />NC' -III III —III III —I I I-
<br />MIN.
<br />TYPICAL THICKENED SLAB EDGE L
<br />SCALE:3/4"=l'-0" S3
<br />BLOCK WALL BEYOND
<br />EXPANSION JOINT
<br />O.H.D. RECESS 13
<br />Itz_
<br />Cl)'
<br />. p.
<br />. T 1
<br />— _� I—�-
<br />4„ _I I I� III (III aA.
<br />_ 1=
<br />'a II—i I�IIII�II':e -
<br />SEE A/S3 OR J/S6 �l i It ILL I , , 5
<br />FOR REINF. INFO. 3" MIN. CLEARANCE
<br />1' " (1 STOR ) / V-8" (1 STORY w/ DEPRESSED SLAB OPT.)
<br />1' 8" (2 STORY)
<br />GARAGE DOOR SLAB RECESS J.1
<br />SEE TYP. WALL SECTION FOR SCALE: N.T.S. S3
<br />ADDITIONAL INFORMATION.
<br />SEE A/S3 0R J/S6 � -lull I I II T II I I I I l �.
<br />FOR REINF. INFO. 3" MIN. CLEARANCE
<br />1'-4" (1 STORY)
<br />1'-8" (2 STORY)
<br />GARAGE DOOR SLAB RECESS J
<br />SEE TYP, WALL SECTION FOR SCALE: N,T.S. S3
<br />ADDITIONAL INFORMATION,
<br />BLOCK WALL BEYOND
<br />O.H.D. RECESS
<br />llll °D
<br />P.T. 2x 1/2" GYP. BD.
<br />HOLD GYP. BD.
<br />1/2" FROM SLAB
<br />0'-0" CONT. BEAD SEALANT
<br />° :' INTERIOR 2X STUDS @ 24" O.C. U.N.O.
<br />° . -3 1/2"
<br />GARAGE
<br />CONCRETE NAILS W 1 1/2' 1/2" GYPSUM WALLBOARD U.N.O.
<br />EMBEDMENT @ 12" O.C. W/ DRYWALL SCREWS @ 8"O.C.
<br />STAGGERED, FROM BOTTOM INSULATION PER CHART
<br />PLATE TO CONCRETE ON FLOOR PLAN
<br />(MIN. SHEAR 180# MIN. CONT. BEAD SEALANT
<br />TENSION 120#) CONCRETE SLAB d
<br />6x6W1.4xW1.4 N '
<br />WWF OR FIBERMESH c,
<br />0? En' I
<br />III— r-I
<br />Cl) 6 MIL VAPOR
<br />BARRIER
<br />III I.IIIIIIII 11111�,
<br />4" 4"
<br />INTERIOR WALL SLAB STEP NON-BRG.
<br />SCALE: 3/4"=V-0"
<br />K.
<br />S3
<br />SCALE:3/4"=V-0" S3
<br />NOTE:
<br />SEE SECTION C/S3 FOR
<br />ADDITIONAL INFORMATION
<br />SIMPSON SP1 w/ (10)
<br />10d NAILS
<br />2x P.T. PLATE
<br />SPACE ANCHOR
<br />a BOLTS 6" MAX FROM
<br />o END OF 2" x PLATE
<br />W D
<br />U
<br />wI I III o
<br />N-rI�IIIII�IIIIIITII I a
<br />10"
<br />#6 REINFORCING BAR #5 STD. 90 HOOK
<br />#6 LAP SPLICE
<br />REBAR DETAILS rF
<br />SCALE: N.T.S. S3
<br />FRAME -DOWN FALSE BEAM w/ (3) SEE PLAN
<br />10d NAILS TO TRUSS TOP CHORD SEE ROOF PLAN
<br />AT 24" O.C. MAX. FOR TRUSS
<br />SEE PLAN FOR . " CONNECTION INFO
<br />TOP OF BEAM & LAYOUT DESIGN
<br />SEE ROOF PLAN a,
<br />(2) HTS20 FOR STRUCTURAL .-
<br />BEAM SIZE &
<br />CONNECTION INFO
<br />I
<br />�
<br />2x4 #2 SYP P.T. FRAMING w/
<br />MIN 7/16" O.S.B. SHEATHING
<br />z
<br />ATTACHED PER NAILING
<br />w
<br />SCHEDULE
<br />=
<br />j
<br />w
<br />SEE PLAN FOR STRUCTURAL
<br />:�
<br />SEE DETAIL 16(D1 FOR
<br />w COLUMN SIZE AND BASE
<br />w CONNECTION INFO.
<br />SECURE 2x4 P.T. BTM. PLATE
<br />w/ 1/4"x3" TAPCONS
<br />COLUMN TO PORCH SILL
<br />AT 8" O.C.
<br />ATTACHMENTS & 18/D1
<br />FOR COLUMN TO BEAM
<br />TRIM PER PLAN
<br />ATTACHMENTS
<br />z SQUARE CMU BLOCK BASE,
<br />w
<br />SIZE VARIES PER PLAN
<br />W/ MIN. (2) #5 VERTICALS
<br />>
<br />w FILLED SOLID (SEE PLAN FOR
<br />w SIZE AND REINFORCEMENT)
<br />w
<br />BRICK PAVERS or SLAB PER
<br />0'-0" FIN. FLR.�
<br />COMMUNITY SPECS
<br />IL
<br />,,
<br />------
<br />We to] 11RIt
<br />2x BLOCKING HORIZONTALLY@
<br />INTERVALS NOT EXCEEDING
<br />1014' (R302.11)
<br />1/2" GYP. WB (MIN.) @ GARAGE
<br />SIDE IF APPLICABLE.
<br />5/8"DIA. EXPANSION BOLT @24 "
<br />O.C. W/ 7" EMBEDMENT (MIN. SHEAR
<br />3500#, MIN. TENSION 2600#)
<br />6x6WlAxWlA N c
<br />WWF OR FIBERMESH
<br />f—lTfCD
<br />-
<br />II T TTT==ITT=f
<br />(2) #5 CONT.—[=1 11, �J„=,1 I I I I III,
<br />ON 3" CHAIRS
<br />8" 8"
<br />(TYP.)
<br />TYPICAL INTERIOR BEARING
<br />WALL w/ UPLIFT G
<br />SCALE: 3/4"=1'-0" S3
<br />1 1/2" RECESS FOR VARIES 6 x 6 W1.4 x Wl A
<br />S.G.D. (U.N.O.)
<br />WWF OR FIBERMESH
<br />J �
<br />E
<br />SEE A/S3/J/S6 T' ''/J-'r`J-' "
<br />FOR REINF. INFO, OPTION #1
<br />SEE TYP. WALL SECTION FOR ADDITIONAL
<br />SLAB INFORMATION. ��M
<br />SLAB STEP & RECESS an S.G.D.
<br />SCALE:3/4"=1'-0" S3
<br />q MASONRY WALL AND
<br />PAD FOOTING
<br />8" MASONRY WALL -�
<br />EXTEND FILL CELLS =
<br />TO FOUNDATION PAD _E
<br />CONT. FOOTING STEEL MAT REINFORCING. r '
<br />co GRADE cn
<br />w
<br />0 J •
<br />z w = = w
<br />1=aLULU v
<br />So(n_ - Z�
<br />"tea
<br />FOOTING v
<br />BEYOND
<br />PAD REINFORCEMENT 3" MIN, CLEARANCE
<br />(SEE SCHEDULE) FOOTING WIDTH
<br />SEE SCHEDULE
<br />PATIO COLUMN FTG, DETAILrN
<br />SCALE: N.T.S. S3
<br />cis
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<br />To the best of the Engineer's knowledge, information and belief,
<br />the structural plans and specificat ons contained within these
<br />drawings comply with the 2020
<br />Florida Building Code -
<br />Residential 7th Edition. Engineer's signature and seal is only for
<br />the structural engineering portions of the drawing pages bearing
<br />Engineer s signature and seal.
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<br />NO :
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<br />SCALE :
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<br />SHEET NO.
<br />S3
<br />(MONO)
<br />- - -
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